## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

Results 1-3 of 69

Page 4

A The standard deviation of a

value , because of the effect of

for the correction of or for the FT- I distribution for the purpose of parameter ...

A The standard deviation of a

**sample**is always smaller than the above ensemblevalue , because of the effect of

**sample**size . Gumbel ( 1958 ) published a tablefor the correction of or for the FT- I distribution for the purpose of parameter ...

Page 5

Figure 4 exhibits a fitting of empirical formula to simulation data in the case of FT-

II with k = 10 for censored and uncensored

Deviation , VN oz 10 Table 3. Lapirical Coefficients for the Standard Deviation of

the ...

Figure 4 exhibits a fitting of empirical formula to simulation data in the case of FT-

II with k = 10 for censored and uncensored

**samples**. Normalized StandardDeviation , VN oz 10 Table 3. Lapirical Coefficients for the Standard Deviation of

the ...

Page 637

L Figure 11 :

Amplitude . 10 deg . heading . Note : Mean and standard deviation established

on basis of 19 sets of results . L = 41 m 20 m STRUCTURE : DDF STRUCTURE :

TPS 2.50 ...

L Figure 11 :

**Samples**of first order excitation force in surge for for TPS .Amplitude . 10 deg . heading . Note : Mean and standard deviation established

on basis of 19 sets of results . L = 41 m 20 m STRUCTURE : DDF STRUCTURE :

TPS 2.50 ...

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave